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Presented by Todd Mellema Presented by This presentation is going to cover the following; Why Pavement Preservation is important. The difference between seal coats and rejuvenators. What applications to use each and why.


  1. Application  Apply the first coat at the application rate as specified by the manufacturer.  Allow each coat to sufficiently dry so as application equipment may get back on to the previous applied seal coat without causing damaging.  Apply a second coat as specified by the manufacturer.  When applying by squeegee be sure to half lap each pass to ensure smooth consistent application rates.  Add additional coats as deemed necessary and/or in heavy traffic areas.

  2. Drying  The final coat must be allowed to dry at least 8 hours in good dry conditions.  If cool, humid or overcast weather conditions exist, longer drying times of up to 24 hours or more may be required.  Thoroughly check the surface to ensure the seal coat has fully cured before opening to traffic.

  3. Additives Additives have several advantages. • Improve durability • Improve filler and or sand suspension • Decrease tire scuffing • Increase or decrease viscosity • Accelerate or lengthen drying time If using additives be sure to mix a test sample to test compatibility and determine the required percent of addition.

  4. Benefits & Results Seal coats provide a cosmetically appealing durable, weather proof, like new black appearance that will protect the pavement from the elements for up to 1 to 3 years or longer.

  5. Cost of Application  Depending on the type of mineral filled seal coat used, the geographic area and the size of the project, the average cost for labor, equipment and materials is approximately: $0.75 to $2.25 per sq yard Or $4,800.00 to $14,520.00 per lane mile

  6. Rejuvenators

  7. What are Rejuvenators? Rejuvenators are a penetrating agent engineered to penetrate the surface and rehabilitate the asphalt binder.

  8. What do Rejuvenators do?  Rejuvenators by design penetrate deep into the surface of the asphalt pavement and rehabilitate the binder by reintroducing the maltenes necessary that have been lost due to the natural occurring oxidation process. These maltenes are necessary to keep the asphalt binder healthy.  A healthy binder results in a flexible mat that resists raveling thereby keeping the top layer of fines in place protecting the course aggregate resulting in keeping the asphalt matrix healthy.

  9. What are Maltenes?  Maltenes are a fractional component of the asphalt cement.

  10. Petroleum Asphalt is comprised of two fractional components: Maltenes and Asphaltenes

  11.  Asphaltenes are defined as that fraction of the asphalt insoluble in n-pentane.  The function of the asphaltenes is to serve as a bodying agent.  Maltenes is the collective name for the remainder of the asphalt material left after extraction of the asphaltenes. Maltenes are the so called goodies that keep asphalt binders healthy.

  12.  There are four principle bodies of maltenes that have been identified and each has a specific function.

  13. The four bodies are:  Polar compounds are nitrogen base components of highly reactive resins, which act as a dispersant for the asphaltenes.  First acidiffins – are components of resinous hydrocarbons which function as a solvent for the dispersed asphaltenes.  Second acidiffins – are components of slightly unsaturated hydrocarbons that also serve as a solvent for the dispersed asphaltenes.  Saturated hydrocarbons or paraffins – are components of hydrocarbons, which function as a jelling agent for the asphalt components.

  14. Why are these four compounds important?  Because Asphaltenes are soluble only in the presence of Polar Compounds. The First and Second Acidiffins act as a medium to disperse the dissolved Asphaltenes, and the Saturated Hydrocarbons develop the setting characteristics of the entire solution.

  15. What are the primary causes of asphalt binder deterioration?

  16. There are basically three primary causes of asphalt binder deterioration. Highly efficient refining processes 1. Hot mix production 2. Mother Nature 3.

  17. The American paving industry is behind the eight ball before the liquid asphalt even leaves the refinery.

  18. Refining Technology  Advances in refining technology have produced such highly efficient refining processes that asphalts now have Gas Value. With these efficient techniques refiners can strip more and more of the Maltenes out of today’s asphalts leaving us with a barely usable bitumen that we are forced to fortify with polymers to substitute the lost of the maltenes.

  19. This doesn't mean the refiners are cheating us. The refiners are making as good of asphalt as the specifications will allow and economic and or market demands will permit.

  20. Europe has solved this problem  The BP refinery at Rotterdam Germany is one of the largest refineries in Europe. This facility, one of several in Europe, produces bitumen specifically engineered with a proper balance of the Asphaltenes and Maltenes necessary for quality roadway construction.

  21. Hot Mix Production • The process of hot mix production is the second phase of the breakdown of asphalt binders. The extreme heating required for the mixing process aids in the aging process by literally cooking out (blue smoke) a fraction of the Maltenes. • This combined with transportation to the job site, the hot mix in mass retains heat longer thereby allowing more of the light ends or Maltenes to cook out of the mix.

  22. Mother Nature Asphalt deterioration continues once the asphalt mixture is placed on a roadway due to :  Constant exposure to the sun’s UV  Climatic conditions  High and low ambient temperatures  Oxidation  Stripping action of storm water and snow runoff  Traffic wear

  23. The constant UV exposure and heating effects of the sun cause the maltene fractions to be baked out or oxidized from the pavement’s binder.

  24. This is why a new pavement looks like this……

  25. One year old pavement looks like this …..

  26. And a 15 year old pavement look like this.

  27. And a 20 year old pavement look like this.

  28. A true REJUVENATOR is a maltene based emulsion comprised of the same maltene fractions found in quality asphalt cement.

  29. Rejuvenators are manufactured using;  Asphalt or Asphalt saturates (Asphaltenes)  Refined hydrocarbons (Maltenes)  Organic resins  Chemical stabilizers  Water

  30. Rejuvenators After a rejuvenator is applied to the pavement surface, the water evaporates and the rejuvenator penetrates down into the pavement where it fluxes and blends with the asphalt binder restoring the lost maltenes. As a result the Asphaltene to Maltene ratio is brought back to near its original level.

  31. A maltene base rejuvenator acts like a conditioner and restores the pavement’s flexibility and resistance to cracking and the asphalt binder’s cohesive ability to retain aggregate. This type of fog seal rejuvenator essentially makes the pavement “like new”.

  32. Thus, the function of a REJUVENATOR is to “rejuvenate” or “rehabilitate” the aged asphalt binder thereby restoring the pavements flexibility and the asphalt’s cohesive ability to retain aggregate and to waterproof the surface.

  33. Selecting suitable pavements for Rejuvenators

  34. Suitable pavements for rejuvenator application  Best locations;  New pavements greater than 60 days old  Urban streets and rural roads  Highway paved shoulders  Airports  Parking lots  Open Graded Mix surfaces  NOTE: Multiple studies have indicated that pavements treated with rejuvenators should have a minimum 7%-8% voids in the total mixture to allow proper penetration.

  35. Additional locations where rejuvenators are recommended however caution should be exercised;  Interstate and State highways .  Caution should be exercised when applying rejuvenators on roadways where speeds exceed 50 MPH. Only treat pavements with high skid values where skid values will remain acceptable after application.  Where skid values may be questionable or lower then acceptable. It is recommended to broadcast a light layer of sand on to the rejuvenator before the emulsion breaks to enhance skid values.

  36. When selecting pavements for rejuvenation . • The best candidates are always new pavements. After paving wait about 60 to 90 day to allow the pavement to cure then make your first application. • To maintain a healthy pavement get into a program to reapply the rejuvenator every 3 to 5 years. • Religious attention to reapplication can extend the life of asphalt pavements 25% to 50% or longer depending on the application.

  37. Pavements NOT suitable for rejuvenation.

  38.  Asphalt pavements exhibiting excessive stress

  39.  Pavements with numerous areas of base failure.

  40.  Pavements with excessive amount of alligator cracking.

  41.  Pavement exhibiting excessive stripping where the course aggregate is severely exposed.

  42. Application of Rejuvenators  Pavements selected for treatment with a rejuvenator should be in good to excellent condition to provide maximum life extension.  Pavements from 1 to 5 years of age are excellent candidates as they typically are relatively free of cracking and raveling.  Older pavements can be considered as long as the base is solid and they have minimal amounts of cracking and or raveling.

  43. Weather Limitations  Rejuvenators are best applied when the surface and ambient temperatures are 50°F and rising.  Higher temperatures allow rejuvenators to penetrate quicker into the pavement.  Lower temperatures slow penetration and cure times, however as necessary rejuvenators can be heated as a means of getting faster penetration in lower temperatures.

  44. Weather Limitations - Continued  Rejuvenators should never be applied if the surface or ambient temperature is 32ºF or lower.  Application should not occur if freezing temperatures are expected within 24 hours after application.  Application should not occur if precipitation is eminent or is forecast to occur within 24 hours of the anticipated completion of the application.

  45. Pavement Surface Conditions  Pavement surfaces to be treated with rejuvenators should be clean and dry and free of all dirt, sediments and other debris prior to application of the product.

  46. Caution  NEVER, EVER, EVER apply a rejuvenator over top of a previously applied mineral filled coal tar or asphalt emulsion seal coating.  Rejuvenators are designed to PENETRATE the asphalt surface. A previously applied mineral filled seal coat will prevent this function from occurring and the rejuvenator will soften the seal coat and it will set there and not cure properly. It will eventually cure. But it could take days.

  47. Caution - Continued  If it is desired to rejuvenate a pavement that has been coated with a previously applied seal coating it is necessary that almost all of the previously applied seal coating be worn off or removed before application.

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